Nonlinear behavior of fiber reinforced cracked composite beams

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dc.authorid0000-0001-5327-3406en_US
dc.contributor.authorAkbaş, Şeref Doğuşcan
dc.date.accessioned2021-03-20T20:12:42Z
dc.date.available2021-03-20T20:12:42Z
dc.date.issued2019
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionAkbas, Seref Doguscan/0000-0001-5327-3406en_US
dc.description.abstractThis paper presents geometrically nonlinear behavior of cracked fiber reinforced composite beams by using finite element method with and the first shear beam theory. Total Lagrangian approach is used in the nonlinear kinematic relations. The crack model is considered as the rotational spring which separate into two parts of beams. In the nonlinear solution, the Newton-Raphson is used with incremental displacement. The effects of fibre orientation angles, the volume fraction, the crack depth and locations of the cracks on the geometrically nonlinear deflections of fiber reinforced composite are examined and discussed in numerical results. Also, the difference between geometrically linear and nonlinear solutions for the cracked fiber reinforced composite beams.en_US
dc.identifier.doi10.12989/scs.2019.30.4.327en_US
dc.identifier.endpage336en_US
dc.identifier.issn1229-9367
dc.identifier.issn1598-6233
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage327en_US
dc.identifier.urihttp://doi.org/10.12989/scs.2019.30.4.327
dc.identifier.urihttps://hdl.handle.net/20.500.12885/669
dc.identifier.volume30en_US
dc.identifier.wosWOS:000459427900003en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorAkbaş, Şeref Doğuşcan
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofSteel And Composite Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectfiber reinforced compositeen_US
dc.subjectgeometrically nonlinear analysisen_US
dc.subjectbeamsen_US
dc.subjectcracken_US
dc.subjectfinite element methoden_US
dc.subjecttotal Lagrangianen_US
dc.titleNonlinear behavior of fiber reinforced cracked composite beamsen_US
dc.typeArticleen_US

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